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COMERCIAL

Prepared for
CONSTRUCTORA MOLI

ACI 318-05/IBC 2003
Concrete Frame Design Report

Prepared by
ING ALEJANDRO ESTEBAN

Model Name: compra venta espinal richard.edb

30 May 2010
Concrete Column Design - P-M-M Interaction & Shear Design
Concrete Column Design - P-M-M Interaction & Shear Design
Story
Column
Section
Column
PMM
Flexural
Shear22
Shear33
Level
LineName
End
Ratio
Rebar Area
Rebar Area
Rebar Area
STORY3
C13
C1
Top
0.254
0.002
0.000
4.394E-04
STORY3
C13
C1
Bottom
0.400
0.002
0.000
4.394E-04
STORY2
C13
C1
Top
0.446
0.002
0.000
4.394E-04
STORY2
C13
C1
Bottom
0.587
0.002
0.000
4.394E-04
STORY1
C13
C1
Top
0.640
0.002
5.022E-04
4.394E-04
STORY1
C13
C1
Bottom
0.694
0.002
5.022E-04
4.394E-04
STORY3C18
C1
Top
0.246
0.002
5.022E-04
9.230E-04
STORY3
C18
C1
Bottom
0.414
0.002
0.000
4.394E-04
STORY2
C18
C1
Top
0.358
0.002
0.000
4.394E-04
STORY2
C18
C1
Bottom
0.562
0.002
0.000
4.394E-04
STORY1
C18
C1
Top
0.449
0.002
0.000
4.394E-04
STORY1
C18
C1
Bottom
0.527
0.002
0.000
4.394E-04
STORY3
C19
C1
Top
0.221
0.002
7.705E-04
0.001
STORY3
C19
C1Bottom
0.384
0.002
7.705E-04
0.001
STORY2
C19
C1
Top
0.365
0.002
5.022E-04
4.394E-04
STORY2
C19
C1
Bottom
0.579
0.002
5.022E-04
4.394E-04
STORY1
C19
C1
Top
0.500
0.002
5.022E-04
4.394E-04
STORY1
C19
C1
Bottom
0.571
0.002
5.022E-04
4.394E-04
STORY3
C20
C1
Top
0.188
0.002
5.022E-04
9.101E-04
STORY3
C20
C1
Bottom
0.308
0.002
5.022E-04
9.101E-04STORY2
C20
C1
Top
0.256
0.002
5.022E-04
0.001
STORY2
C20
C1
Bottom
0.402
0.002
5.022E-04
0.001
STORY1
C20
C1
Top
0.279
0.002
5.022E-04
9.619E-04
STORY1
C20
C1
Bottom
0.357
0.002
5.022E-04
9.619E-04
STORY3
C25
C1
Top
0.235
0.002
8.908E-04
8.834E-04
STORY3
C25
C1
Bottom
0.404
0.002
5.022E-04
4.394E-04
STORY2
C25
C1
Top
0.370
0.002
5.022E-044.394E-04
STORY2
C25
C1
Bottom
0.570
0.002
5.022E-04
4.394E-04
STORY1
C25
C1
Top
0.542
0.002
5.022E-04
4.394E-04
STORY1
C25
C1
Bottom
0.581
0.002
5.022E-04
4.394E-04
STORY3
C26
C3
Top
0.227
0.003
8.421E-04
0.001
STORY3
C26
C3
Bottom
0.384
0.003
8.421E-04
0.001
STORY2
C26
C3
Top
0.332
0.003
5.022E-04
4.394E-04
STORY2
C26
C3
Bottom
0.518
0.0035.022E-04
4.394E-04
STORY1
C26
C3
Top
0.450
0.003
5.022E-04
4.394E-04
STORY1
C26
C3
Bottom
0.496
0.003
5.022E-04
4.394E-04
STORY3
C27
C4
Top
Beam/Column capacity ratio exceeds limit

STORY3
C27
C4
Bottom
0.229
0.005
0.003
0.001
STORY2
C27
C4
Top
0.185
0.005
0.001
9.674E-04
STORY2
C27
C4
Bottom
0.300
0.005
0.001
9.674E-04
STORY1
C27
C4
Top
0.272
0.0058.528E-04
0.001
STORY1
C27
C4
Bottom
0.303
0.005
8.528E-04
0.001
STORY3
C30
C1
Top
0.234
0.002
5.022E-04
4.394E-04
STORY3
C30
C1
Bottom
0.354
0.002
5.022E-04
4.394E-04
STORY2
C30
C1
Top
0.439
0.002
5.022E-04
4.394E-04
STORY2
C30
C1
Bottom
0.565
0.002
5.022E-04
4.394E-04
STORY1
C30
C1
Top
0.648
0.002
5.022E-04
4.394E-04
STORY1
C30
C1
Bottom
0.7030.002
5.022E-04
4.394E-04
STORY3
C31
C1
Top
0.245
0.002
0.001
9.532E-04
STORY3
C31
C1
Bottom
0.432
0.002
0.001
9.532E-04
STORY2
C31
C1
Top
0.335
0.002
5.022E-04
4.394E-04
STORY2
C31
C1
Bottom
0.595
0.002
5.022E-04
4.394E-04
STORY1
C31
C1
Top
0.394
0.002
5.022E-04
4.394E-04
STORY1
C31
C1
Bottom
0.469
0.002
5.022E-04
4.394E-04
STORY3
C32
C1
Top0.211
0.002
5.022E-04
7.671E-04
STORY3
C32
C1
Bottom
0.364
0.002
5.022E-04
7.671E-04
STORY2
C32
C1
Top
0.285
0.002
0.000
4.394E-04
STORY2
C32
C1
Bottom
0.483
0.002
0.000
4.394E-04
STORY1
C32
C1
Top
0.365
0.002
0.000
4.394E-04
STORY1
C32
C1
Bottom
0.419
0.002
0.000
4.394E-04

Concrete Column Joint Design - Beam to Column D/C Ratios & Joint Shear...
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